JPH11334592A - Truck frame for rolling stock - Google Patents
Truck frame for rolling stockInfo
- Publication number
- JPH11334592A JPH11334592A JP14407498A JP14407498A JPH11334592A JP H11334592 A JPH11334592 A JP H11334592A JP 14407498 A JP14407498 A JP 14407498A JP 14407498 A JP14407498 A JP 14407498A JP H11334592 A JPH11334592 A JP H11334592A
- Authority
- JP
- Japan
- Prior art keywords
- side beam
- reinforcing ribs
- connection part
- cross beam
- stress
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Body Structure For Vehicles (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、側梁と横梁との結
合部における応力集中を緩和させ、耐久性の向上を図る
ことができる鉄道車両用台車枠に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bogie frame for a railway vehicle capable of reducing stress concentration at a joint between a side beam and a cross beam and improving durability.
【0002】[0002]
【従来の技術】鉄道車両の台車枠は、図5に示すよう
に、所定の間隔を存して配置した一対の側梁11間の中
央部を、例えば2本の横梁12で連結した構成であり、
走行中においては車体を支えるための上下荷重だけでな
く、前後、左右、捻り等の荷重を負担する。2. Description of the Related Art As shown in FIG. 5, a bogie frame of a railway vehicle has a structure in which a central portion between a pair of side beams 11 arranged at a predetermined interval is connected by, for example, two cross beams 12. Yes,
During traveling, the vehicle bears not only vertical loads for supporting the vehicle body but also loads such as front and rear, left and right, and torsion.
【0003】こうした構成の台車枠において、横梁12
と側梁11との間で荷重を伝達するとき、側梁11と横
梁12との結合部P全体で均等に荷重を負担すると、応
力集中は生じないが、通常は、側梁11と横梁12の結
合部Pの近くに該側梁11の上面と下面が位置している
ため、側梁11の側面や横梁12の板厚が一定であって
も、側梁11の上面と下面付近には強度を有することに
なる。In the bogie frame having such a configuration, the cross beam 12
When the load is transmitted between the side beam 11 and the side beam 11, if the load is evenly distributed over the entire joint portion P between the side beam 11 and the side beam 12, stress concentration does not occur. The upper surface and the lower surface of the side beam 11 are located near the joint P of the side beam 11, so that even if the side surfaces of the side beam 11 and the plate thickness of the cross beam 12 are constant, the upper surface and the lower surface of the side beam 11 It will have strength.
【0004】このように、構造上強度が一様でない構造
物に荷重を加えると、強度が大きい箇所で大きな荷重を
負担することとなるため、側梁と横梁とにおいては結合
部の上部と下部で大きな荷重を負担することになる。As described above, when a load is applied to a structure whose strength is not uniform in structure, a large load is borne at a portion where the strength is high. Will bear a large load.
【0005】一方、側梁と横梁との結合部においては構
造上強度が異なっていても、側梁そのものの板厚は一定
であるため、荷重の負担の割合に応じて、高い応力が発
生していると言える。そして、横梁についても、一様で
ない反力を負担するため、側梁と横梁との結合部付近の
上部と下部に大きな荷重を受け、高い応力が発生するこ
とになる。従って、前記した前後、左右の捻り等の荷重
が台車枠に作用した場合には、側梁と横梁の結合部の上
部と下部付近で、応力集中が発生する。[0005] On the other hand, even though the structural strength is different at the joint between the side beam and the cross beam, a high stress is generated in accordance with the ratio of the load burden because the side beam itself has a constant thickness. It can be said that. Also, since the cross beam bears an uneven reaction force, a large load is applied to an upper portion and a lower portion in the vicinity of a joint between the side beam and the cross beam, and a high stress is generated. Therefore, when the load such as the front and rear, right and left twists acts on the bogie frame, stress concentration occurs near the upper and lower portions of the joint between the side beam and the cross beam.
【0006】そこで、この高い応力を台車枠の疲労限界
強度よりも低くするため、従来は、図6及び図7に示す
ように、側梁11と横梁12の結合部Pに補強リブ13
を取り付けたり、図示しないが、側梁と横梁の特に上部
と下部付近に溶接ビードを大量に盛り付けて頑丈に結合
したりして公称応力を下げていた。Therefore, in order to reduce the high stress below the fatigue limit strength of the bogie frame, conventionally, as shown in FIG. 6 and FIG.
Although not shown, a large number of welding beads were attached to the side beams and the cross beams, particularly near the upper and lower portions, to thereby firmly join them to reduce the nominal stress.
【0007】また、こうした応力に対する台車枠の強度
を向上させる目的で、例えば特開平9−30417号に
は、中実かつ解放した一体のIビーム断面形状を有する
軽量側梁の各受台あご区域にブレース手段なる補強部材
を設けて、側梁の捻れに対する機械的強度を向上させる
鉄道車両台車用軽量側梁及び台車が開示されている。For the purpose of improving the strength of the bogie frame against such stresses, for example, Japanese Patent Application Laid-Open No. 9-30417 discloses a pedestal chin area of a light-weight side beam having a solid and open integrated I-beam sectional shape. A light-weight side beam for a bogie and a bogie for improving the mechanical strength against twisting of the side beam by providing a reinforcing member as a brace means.
【0008】[0008]
【発明が解決しようとする課題】このように、従来は、
応力集中が発生する近傍に溶接ビードを盛ったり、側梁
と横梁との結合部の外表面にただ漠然と補強部材を加え
ることで、応力に耐え得る構成としていたが、台車枠の
構造によって応力集中そのものを解消しているわけでは
なく、依然として側梁と横梁の結合部分には応力集中が
発生している。As described above, conventionally,
The configuration was designed to withstand stress by placing a weld bead near where stress concentration occurs or by adding a vague reinforcement member to the outer surface of the joint between the side beam and the cross beam. This has not been eliminated, and stress concentration still occurs at the joint between the side beam and the cross beam.
【0009】本発明は、上記した問題を解消するために
なされたものであり、側梁と横梁との結合部の上部と下
部付近で生じている応力集中そのものを小さくすること
が可能な鉄道車両用台車枠を提供することを目的とす
る。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problem, and a railway vehicle capable of reducing stress concentration itself occurring near the upper and lower portions of a joint between a side beam and a cross beam. It is intended to provide a bogie frame.
【0010】[0010]
【課題を解決するための手段】上記目的を達成するため
に、本発明は、側梁における横梁との結合部両側に設け
る補強リブを、漠然と設けるのではなく、結合部から側
梁の上面又は下面までの距離のうち近い方の距離以下と
なる位置に、応力が分散されるよう設けたのである。こ
うすることで、側梁と横梁の結合部に発生する応力集中
が緩和される。SUMMARY OF THE INVENTION In order to achieve the above object, the present invention does not provide vaguely the reinforcing ribs provided on both sides of the side beam at the joint with the cross beam. The stress is dispersed at a position that is smaller than the shorter distance of the distance to the lower surface. This alleviates the concentration of stress generated at the joint between the side beam and the cross beam.
【0011】[0011]
【発明の実施の形態】本発明の鉄道車両用台車枠は、側
梁における横梁との結合部両側に設ける補強リブを、こ
の結合部から側梁の上面又は下面までの距離のうち近い
方の距離以下となる位置に設けたものである。BEST MODE FOR CARRYING OUT THE INVENTION In the bogie frame for a railway vehicle according to the present invention, reinforcing ribs provided on both sides of a connecting portion of a side beam with a horizontal beam are provided with reinforcing ribs which are closer to the upper surface or the lower surface of the side beam. It is provided at a position less than the distance.
【0012】上記のように、側梁における横梁との結合
部の両側に設ける補強リブを、結合部に近付けることに
よって構造上の強度むらを減らし、側梁と横梁との結合
部の上部と下部で大きな強度を有することで負担してい
た荷重を、一様な状態に近付けることが可能となり、こ
れにより構造上の応力集中が緩和される。As described above, the reinforcing ribs provided on both sides of the joint between the side beam and the cross beam reduce the unevenness in structural strength by approaching the joint, and the upper and lower portions of the joint between the side beam and the cross beam are reduced. As a result, the load that has been borne by having a large strength can be made closer to a uniform state, thereby alleviating the stress concentration on the structure.
【0013】[0013]
【実施例】以下、本発明の鉄道車両用台車枠(以下、台
車枠と略記)の実施例について図1〜図4を参照して説
明する。図1は、本発明の台車枠における側梁と横梁と
補強リブとの配置関係を示す。図2は、本発明の台車枠
における側梁と横梁と補強リブとの結合部周辺のモデル
を示す。図3は、実験による台車枠の結合部近傍におけ
る応力計算箇所を示す。図4は、図3における計算結果
を表したグラフを示す。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a bogie frame for a railway vehicle (hereinafter abbreviated as a bogie frame) according to the present invention will be described below with reference to FIGS. FIG. 1 shows an arrangement relationship between side beams, cross beams, and reinforcing ribs in the bogie frame of the present invention. FIG. 2 shows a model around the joint between the side beam, the cross beam, and the reinforcing rib in the bogie frame of the present invention. FIG. 3 shows the stress calculation locations near the joints of the bogie frames according to the experiment. FIG. 4 is a graph showing the calculation results in FIG.
【0014】本発明の台車枠1は、図1及び図2に示す
ように、側梁2と横梁3の接合部Pにおける該側梁2の
両側に設ける補強リブ4を、側梁2と横梁3の結合部P
から側梁2の上面又は下面までの距離のうちの近い方の
距離L1と、同一又は短い距離L2となる位置に設けて
いる。As shown in FIGS. 1 and 2, the bogie frame 1 of the present invention comprises reinforcing ribs 4 provided on both sides of the side beam 2 at the joint P between the side beam 2 and the side beam 3. Joint P of 3
It is provided at a position that is the same or shorter distance L2 as the shorter distance L1 of the distance from to the upper surface or the lower surface of the side beam 2.
【0015】このような位置に、補強リブ4を設けた場
合には、結合部P全体で荷重を負担するため、発生応力
が平衡化されることになる。また、本発明の台車枠1
は、補強リブ4を結合部Pに近付けるだけでなく、補強
リブ4の形状を横梁3と同心円となるような曲線状とし
たり、補強リブ4を上記条件で複数設けることにより、
さらに発生応力を低減させることができる。If the reinforcing ribs 4 are provided at such positions, the load is borne by the entire joint P, so that the generated stress is balanced. In addition, the bogie frame 1 of the present invention
In addition to bringing the reinforcing ribs 4 closer to the joint portion P, the reinforcing ribs 4 may be formed in a curved shape concentric with the cross beam 3 or by providing a plurality of reinforcing ribs 4 under the above conditions.
Further, the generated stress can be reduced.
【0016】ちなみに、図2に示す本発明の台車枠1の
側梁2と横梁3と補強リブ4との結合部周辺のモデル
と、図7に示す従来の台車枠の側梁11と横梁12と補
強リブ13との結合部周辺のモデルとにおいて、下記条
件で計算を行った結果を以下に示す。Incidentally, a model around the joint between the side beam 2, the cross beam 3 and the reinforcing rib 4 of the bogie frame 1 of the present invention shown in FIG. 2 and the side beam 11 and the cross beam 12 of the conventional bogie frame shown in FIG. The results obtained by performing calculations under the following conditions for a model around the joint between the reinforcing rib 13 and the reinforcing rib 13 are shown below.
【0017】例えば、図2及び図7の側梁2,11を幅
300mm×高さ300mm×肉厚15mmとし、横梁3,1
2を外径150mm×肉厚15mmとし、さらに双方共に同
材質とし、図2の本発明においてL1が142.5mmと
きにL2が142.5mmとなる位置(L2≦L1)に補
強リブ4を設け、図7の従来例においてLaが142.
5mmのときにLbが172.5mmとなる位置(La<L
b)に補強リブ13を設け、双方共に側梁2,11を固
定して横梁3,12に1000kgf/mmの捻り荷重を加え
て、図3に示すように結合部PのA,B,C,Dでの応
力を計算した。For example, the side beams 2, 11 in FIGS. 2 and 7 are 300 mm wide × 300 mm high × 15 mm thick,
2 is 150 mm in outer diameter × 15 mm in wall thickness, and both are made of the same material. In the present invention shown in FIG. 2, a reinforcing rib 4 is provided at a position where L2 is 142.5 mm when L1 is 142.5 mm (L2 ≦ L1). In the conventional example shown in FIG.
When Lb is 172.5 mm at 5 mm (La <L
b), a reinforcing rib 13 is provided, and both side beams 2 and 11 are fixed, and a torsional load of 1000 kgf / mm is applied to the cross beams 3 and 12 so that A, B, and C of the joints P as shown in FIG. , D were calculated.
【0018】計算の結果、図7に示した従来の台車枠で
は、図4の破線に示すように、主に結合部PのAとCの
2箇所でかなり高い応力が発生した。これに対し、図2
に示す本発明の台車枠1は、図4の実線に示すように、
結合部PのB,Dについては発生応力が従来のものに較
べ高くなっているが、結合部PのA,Cについては発生
応力が従来のものに較べ低くなっており、結合部Pの
A,B,C,Dの全体としては、発生応力そのものが平
均的となり従来のものに較べ低く抑えられた。As a result of the calculation, in the conventional bogie frame shown in FIG. 7, a considerably high stress was generated mainly at two points A and C of the joint P as shown by a broken line in FIG. In contrast, FIG.
The truck frame 1 of the present invention shown in FIG.
The stress generated at B and D of the joint P is higher than that of the conventional one, but the stress generated at A and C of the joint P is lower than that of the conventional one, , B, C and D as a whole, the generated stress itself was averaged and was suppressed lower than that of the conventional one.
【0019】上記計算からも明らかなように、本発明の
ように、補強リブ4を、側梁2と横梁3の結合部Pから
側梁2の上面又は下面までの距離のうちの近い方の距離
L1と、同一又は短い距離L2となる位置に、つまりL
2≦L1となるように設ければ、結合部Pの上部と下部
が過大に負担する応力が分散され、応力集中を緩和する
ことができるのである。As is apparent from the above calculation, as in the present invention, the reinforcing rib 4 is connected to the shorter one of the distances from the joint P between the side beam 2 and the cross beam 3 to the upper surface or the lower surface of the side beam 2. At a position that is the same as or shorter than the distance L1, or L2,
If provided so as to satisfy 2 ≦ L1, the stress that the upper and lower portions of the joint P excessively bear is dispersed, and the stress concentration can be reduced.
【0020】[0020]
【発明の効果】以上のように、本発明の鉄道車両用台車
枠は、側梁における横梁との結合部両側に設ける補強リ
ブを、この結合部から側梁の上面又は下面までの距離の
うち近い方の距離以下となる位置に設けたので、側梁と
横梁との結合部における応力集中が緩和され、側梁と横
梁との結合部の上部と下部付近で生じていた応力集中そ
のものを小さくすることができ、従って耐久性の向上を
図ることができる。As described above, in the bogie frame for a railway vehicle according to the present invention, the reinforcing ribs provided on both sides of the connecting portion of the side beam with the cross beam are included in the distance from the connecting portion to the upper surface or the lower surface of the side beam. Since it is provided at a position that is shorter than the shorter distance, the stress concentration at the joint between the side beam and the cross beam is alleviated, and the stress concentration itself generated near the upper and lower parts of the joint between the side beam and the cross beam is reduced. Therefore, durability can be improved.
【図1】本発明の鉄道車両用台車枠における側梁と横梁
と補強リブとの配置関係を示す図である。FIG. 1 is a view showing an arrangement relationship among side beams, cross beams, and reinforcing ribs in a bogie frame for a railway vehicle according to the present invention.
【図2】本発明の鉄道車両用台車枠における側梁と横梁
と補強リブとの配置モデルを示す図である。FIG. 2 is a view showing an arrangement model of side beams, cross beams, and reinforcing ribs in the bogie frame for a railway vehicle according to the present invention.
【図3】実験による側梁と横梁と補強リブとの結合部に
おけるの応力計算箇所を示す図である。FIG. 3 is a diagram showing stress calculation locations at joints between side beams, cross beams, and reinforcing ribs by an experiment.
【図4】側梁と横梁と補強リブとの結合部における応力
計算結果を示す図である。FIG. 4 is a diagram showing a result of stress calculation at a joint between a side beam, a cross beam, and a reinforcing rib.
【図5】従来の鉄道車両用台車枠の概略構成を示す図で
ある。FIG. 5 is a diagram showing a schematic configuration of a conventional bogie frame for a railway vehicle.
【図6】従来の鉄道車両用台車枠における側梁と横梁と
補強リブとの配置関係を示す図である。FIG. 6 is a view showing an arrangement relationship among side beams, cross beams, and reinforcing ribs in a conventional bogie frame for a railway vehicle.
【図7】従来の鉄道車両用台車枠における側梁と横梁と
補強リブとの配置モデルを示す図である。FIG. 7 is a view showing an arrangement model of side beams, cross beams, and reinforcing ribs in a conventional bogie frame for a railway vehicle.
1 (鉄道車両)台車枠 2 側梁 3 横梁 4 補強リブ P 結合部 L1 側梁と横梁の結合部から側梁の上面又は下面まで
のうち近い方の距離 L2 L1に対して同一又は近い距離Reference Signs List 1 (railroad vehicle) bogie frame 2 side beam 3 side beam 4 reinforcing rib P connection part L1 The shorter distance from the connection part between the side beam and the side beam to the upper surface or lower surface of the side beam L2 Same or close distance to L1
Claims (1)
枠において、前記側梁における横梁との結合部両側に設
ける補強リブを、この結合部から側梁の上面又は下面ま
での距離のうち近い方の距離以下となる位置に設けたこ
とを特徴とする鉄道車両用台車枠。In a bogie frame for a railway vehicle in which side beams are connected by a cross beam, reinforcing ribs provided on both sides of a connection portion of the side beam with the cross beam are included in a distance from the connection portion to an upper surface or a lower surface of the side beam. A bogie frame for a railway vehicle, wherein the bogie frame is provided at a position which is shorter than or equal to a shorter distance.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14407498A JP3572941B2 (en) | 1998-05-26 | 1998-05-26 | Bogie frame for railway vehicles |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14407498A JP3572941B2 (en) | 1998-05-26 | 1998-05-26 | Bogie frame for railway vehicles |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH11334592A true JPH11334592A (en) | 1999-12-07 |
JP3572941B2 JP3572941B2 (en) | 2004-10-06 |
Family
ID=15353681
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14407498A Expired - Fee Related JP3572941B2 (en) | 1998-05-26 | 1998-05-26 | Bogie frame for railway vehicles |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3572941B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104843025A (en) * | 2015-04-29 | 2015-08-19 | 长春轨道客车股份有限公司 | Standard motor train unit power bogie frame |
-
1998
- 1998-05-26 JP JP14407498A patent/JP3572941B2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104843025A (en) * | 2015-04-29 | 2015-08-19 | 长春轨道客车股份有限公司 | Standard motor train unit power bogie frame |
Also Published As
Publication number | Publication date |
---|---|
JP3572941B2 (en) | 2004-10-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US20040245807A1 (en) | Vehicle body structure of periphery of rear suspension | |
CN216140071U (en) | Rear side wall structure and vehicle | |
JPH05262110A (en) | Control arm for vehicle suspension system | |
JPH11278258A (en) | Outer plate reinforcing method for vehicle and body structure using this method | |
JPH11334592A (en) | Truck frame for rolling stock | |
JP4163925B2 (en) | Vehicle structure | |
JP2003146121A (en) | Attachment structure for seat adjuster | |
JPH068716A (en) | Control arm vehicle suspension system | |
CN214451310U (en) | Frame cross beam and vehicle | |
JPH0930418A (en) | Center clamp assembly for frame brace rail truck | |
CN112977493B (en) | Center sill assembly and vehicle with same | |
JPH06122378A (en) | Front subframe structure of automobile | |
CN217100163U (en) | U-shaped dump truck and carriage chassis thereof | |
JP3196442B2 (en) | Connecting structure of the seat bracket mounting part to the vehicle body floor | |
JPH08282532A (en) | Frame for vehicle | |
KR200163124Y1 (en) | Lateral link bracket of vehicle body | |
KR200155333Y1 (en) | Fuel tank bracket of car body | |
JPH08225084A (en) | Junction structure for pillar section | |
JPH06107233A (en) | Side body construction for automobile | |
JP4328947B2 (en) | Body structure around the rear suspension | |
JP2560717Y2 (en) | Base frame for construction machinery and vehicles | |
KR100811632B1 (en) | Aluminum welding connecting member | |
JP2976736B2 (en) | Truck chassis frame | |
JP2022082929A (en) | Vehicle rear section structure | |
JP2000190867A (en) | Side rail for trunnion suspension vehicle |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20040608 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20040621 |
|
R150 | Certificate of patent or registration of utility model |
Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20070709 Year of fee payment: 3 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080709 Year of fee payment: 4 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080709 Year of fee payment: 4 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090709 Year of fee payment: 5 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090709 Year of fee payment: 5 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100709 Year of fee payment: 6 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110709 Year of fee payment: 7 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110709 Year of fee payment: 7 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120709 Year of fee payment: 8 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120709 Year of fee payment: 8 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130709 Year of fee payment: 9 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130709 Year of fee payment: 9 |
|
S111 | Request for change of ownership or part of ownership |
Free format text: JAPANESE INTERMEDIATE CODE: R313111 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130709 Year of fee payment: 9 |
|
R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
LAPS | Cancellation because of no payment of annual fees |